SEAINT Mail Archive 2001 (Oct-Dec)

Civil and Structural Engineering discussions by thread

www.seaintarchive.org Site Search:
Custom Search

Need a book? Engineering books recommendations...
Messages: 2238
  • Nondestructive testing of concrete material, sateesh kumar gajjala
  • RE: Math Software, Jones, Mark A.
  • Re: don't send e-mail to me, Trent Samples
  • Re: Structural engineering undergraduate looking for ideas, Ivan Lippi Rodrigues
  • Calculation Submittal, Mitchell J. Sklar
  • Wood Shearwalls, David Gorton
  • Welding Over Galvanizing, Tom . Hunt
  • NEW WTC BUILDING IDEA!--Active Control, Lao, Larry
  • ADOSS, Dan Huntington
  • Philippines Trip, Blomberg, Paul
  • Tuscon Seismic Zone, Michael Bryson
  • Concrete Mix Design, James Lin
  • Rust never sleeps, Robert Freeman
  • Re: modelling a building using DRAIN-2DX, Jeng-Wei Li
  • Anchor bolt design - wood sill on concrete, Structuralist
  • Vibration problems, Gunnar Hafsteinn Isleifsson
  • Tucson Seismic Zone, Roger Turk
  • RE: Anchor bolt design - wood sill on co, Roger Turk
  • UBC 1997 and ACI 318-1999, Mark Geoghegan
  • Fw: Önemli., GAMA Factory
  • Duct design publications, Ken Peoples
  • Re: MathCad2001 Software, richard lewis
  • Mortor Field Test, Todd Hill
  • RE: Mortar Field Test, Sherman, William
  • torsion...one more time but with different "twist", Dave Evans
  • Dual System?, Kenny Yip
  • Diaphragm Connection, Mark Pemberton
  • IBC 2000 Wind Design, Sherman, William
  • SE Licensing in Washington State, Recent Changes, Roger Smith
  • Re: Vibration problems, etc., Rhkratzse
  • Gauge distance for rolled steel sections, R.P. Mehrotra/engg
  • Fastening details for structural steel joints/connections, R.P. Mehrotra/engg
  • Sap2000 plus Configuration, Puebla Raul
  • RE: Masonry reinforcing, Tom Allen
  • Re: torsion factor, Martin W. Johnson
  • NEW LRFD MANUAL, Gerard Madden
  • Tension Only Braces Seismic Zone 3, Peder Golberg
  • ACI 530 Masonry ASD, Sherman, William
  • Glass block per IBC 2000, Sherman, William
  • follow-up: torsion...with a different "twist", Dave Evans
  • Steel Deck Diaphragm on Wood Framing, Keith De Lapp
  • Pipe Rack, Jnapd
  • QUESTION ON USING ACI'S MOMENT MAGNIFIERS FOR COMP. MEMBER DESIGN, Rogers, Robert
  • Slurry, sharonb
  • Re: temperature dependent properties of structural steel, Christopher Wright
  • RE: QUESTION ON USING ACI'S MOMENT MAGNIFIERS FOR COMP. MEMBER DE SIGN, Haan, Scott M.
  • RE: QUESTION ON USING ACI'S MOMENT MAGNIFIERS FOR COMP. MEMBER DE SIGN, Haan, Scott M.
  • fema 356 v. SEAOC Blue Book re: CBF effective length, Dave Evans
  • STAAD joint/member naming conventions, Jones, Mark A.
  • Wood Moment Frame in historical building - retrofit, jian zhou
  • RE: QUESTION ON USING ACI'S MOMENT MAGNIFIERS FOR COMP. MEMBER DE SIGN, Rogers, Robert
  • Elevator Shop Drawings, Todd Hill
  • Re: (no subject), Daryl Richardson
  • RE: Pipe racks, Sherman, William
  • Texas, Dallas-Ft Worth, Austin and Houston, Bob Ross
  • structural design, nazmul
  • SE Licensing in Washington State, Exam Results, Roger Smith
  • Drafting services, nazmul
  • Bolt Tightening - Turn of the nut method, K.S. Raghavan
  • Toe plate required for BOCA stair?, Ken Peoples
  • When is a wall a column?, Roger Davis
  • Microstation Question, M. David Finley, P.E.
  • Microstation - Creating Tables, M. David Finley, P.E.
  • Standard Details, Bob Ross
  • T&G roof diaphragms, Gina Gobo
  • Structural Plain Concrete - "wall" vs. "column", Roger Davis
  • FW: Heads up from "Construction Wire", Todd Hill
  • AASHTO Precast Ratings, Rob Schnelle
  • RE: when is a wall a column...now lateral ties for walls, Haan, Scott M.
  • Re: Houston County Specs, Ralph Benson
  • 4x framing required for plywood roof panels spanning 48"?, Gina Gobo
  • Bolts in Combination with Welds, Paul Feather
  • Searching for Maryann Phipps, Caldwell, Stan
  • Wood Prestressing Contractors, Roger Turk
  • How Can Force in "All Thread" be Determi, Roger Turk
  • one more thing, was RE: splice spiral stirrups, Jeff Smith
  • AASHTO Bridge Rating, GSKWY
  • RE: How Can Force in "All Thread" be Det, Roger Turk
  • Re: field bending reinforcing, Desi Kiss
  • Cq for antennas, arman s rivera
  • WSJ, Rbengrguy
  • History of Lumber used in construction, Rodriguez, Marlou
  • Need foundation cage help., Dennis Wish
  • Structural system for diaphragm, Vitor Faustino Pereira
  • Building Codes-Informational Post, David Williams
  • LICENSE OFFER, Juan José Treff De la Mora
  • Code Compability, Ryan Lawton
  • Re: Code Compatibility, Ryan Lawton
  • Noise from screwed steel roof deck, Rick Burch
  • STAAD Pro Member Identification, Frank Hartzell
  • steel:cement ratio in general construction, Prakash C. Chowdhury
  • No more e-mails, Kevin Jankowski
  • STAAD-Concrete sectional properties, John Holliday
  • Afterthoughts : Re: STAAD-Concrete sectional properties, Pankaj Gupta
  • Tables in Word, Gerard Madden
  • Dual System (OBF/OMF), D W
  • RE: WSJ's interview with WTC's designer, Yousefi, Ben
  • Multistorey building design, prakash upadhyaya
  • Exporting Bill of Materials from Autocad to Excel, G Vishwanath
  • Embeded reinforcing steel in soil, Robert Freeman
  • RE: Embeded reinforcing steel in soil?, Foy, Warren
  • Re: Zone 4 Tilt-ups -- What to say to a Client, Fred M. Turner
  • Recent Wall Street Journal Articles on the World Trade Center, Caldwell, Stan
  • Reducing required cover of non-prestressed c.i.p. concrete, Pat Clark
  • RE: Exporting Bill of Materials from Aut, Roger Turk
  • FEMA 350 Connection, Gerard Madden
  • Retaining Wall Design, Alp Eren Yurtseven
  • Solution to exporting BOM from Acad to Excel, G Vishwanath
  • Fw: Snowhite and the Seven Dwarfs - The REAL story!, vicpeng
  • RE: Better Safe Than Sorry..., Gary Ehrlich
  • Plays into hands of terrorists, Roger Turk
  • RE: Reducing required cover of non-prest, Roger Turk
  • [no subject], KMoore
  • threaded rods, Michael Hemstad
  • RE: I'm back....., Cain, William
  • Re: Australian PE Registration, Mark Geoghegan
  • RE: Fillet Welds, Carter, Charlie
  • ASTM A970 welded headed anchor problems, Dave Evans
  • TV viewing, Rbengrguy
  • RE: seaint Digest for 15 Oct 2001, Dennis Wish
  • RE: Fillet Welds on face of column, Paul Martin
  • Need help with thesis, Ken Byrne
  • Hoax Message Originator, Frank Hartzell
  • RE: Plywood Forms for Roof Sheathing?, Paul Crocker
  • Cool Links for Structural Engineers at PDHonline.org, Overton Green
  • Bidding One Story Tract Homes, Dennis Wish
  • [no subject], Padmanabhan Rajendran
  • Plywood Roof Diaphragm Connections, Zachary Goswick
  • Galvanizing Bolts, Raul Labbé
  • Flat Bottom Tank Anchorage, YI
  • MCE Acceleration, Padmanabhan Rajendran
  • Concrete in uplift, Drew Morris
  • Min area reinforcement in walls, mark francois
  • roof deck, joist camber, connection, Natalie Harvill
  • Welding Stainless Steel, GSKWY
  • Reinforcing Wooden Beams, THabaradas
  • Swimming Pool Enclosures - Timber vs. Steel, Peder Golberg
  • charpy v notch toughness, PFFEI
  • RE: RESIDENTIAL: Rafters Not Meeting At Ridge Plate -- Staggered Spacing, Haan, Scott M.
  • Re: RESIDENTIAL: Rafters Not Meeting At Ridge Plate -- Staggered Spacing, Reza Dashti Asl
  • gaps in stepped footing, Helen Zhou
  • RE: ACI 318 - request for comments for improvements, Michael Bryson
  • ADAS DAMPER SYSTEM for the seismic retrofit of Bldgs., desi j kiss
  • Indoor Swimming Pools, Peder Golberg
  • RESIDENTIAL: Rafters Not Meeting At Ridg, Roger Turk
  • Tension rod bracing, DAVID KUANG
  • UBC & IBC wood panel on steel stud shearwalls - acceptable steel Fy and thickness, Haan, Scott M.
  • email, nazmul
  • The need for common sense., Mark Gilligan
  • Destruction of Kurram Village, Afghanistan, Syed A Masroor
  • Steel Beam Rotation, Randy Diviney
  • God Bless America and all, Mohammed Mola
  • Prof. Astaneh on the WTC, Gerard Madden
  • ASTM A 514, Gilberto Doria
  • The need for common sense, a.k.a. composite beam studs, Michael Hemstad
  • Aluminum base plate, Alden Manipula, E.I.T.
  • Old Guys, Caldwell, Stan
  • Let's Change The Topic, Rick . Drake
  • [no subject], hugh nicholl
  • Re:, Mohammed Mola
  • Learning from Our Mistakes, Rbengrguy
  • UCBC97, YI
  • Any other Topic?, Syed A Masroor
  • Please guide me, ali biglary
  • WTC etc, MKnight
  • Need A500 Grade C Tube, Jeng-Wei Li
  • RE: Steel angle with pointed load, sharonb
  • MOMENT CONNECTIONS, Juan José Treff De la Mora
  • List archive problem?, tarek
  • Terrorism, R.P. Mehrotra/str
  • WTC: foundation, pls guide me, John Jun Dai
  • Drift requirements for industrial buildings, John Holliday
  • Finishing the Job - Was " Destruction of Kurram Village, Afghanis tan", Eric Green
  • Peace, sharonb
  • Rem:Re[2]: Destruction of Kurram Village, Afghanistan, Valerio, Vincenzo
  • Fw: Shear Plates and Split Ring Connectors, Bruce Pooley
  • Good Reference Book for Prestressed Concrete Design, Rogers, Robert
  • Flower (Destruction of ....), Mohammed Mola
  • timber bridge deck standards, Ken Peoples
  • IBC seismic special inspection of wood lateral force resisting sy stems, Haan, Scott M.
  • Short and long term settlement, John Holliday
  • [no subject], Ronald M. Roberts, P.E.
  • RE: IBC seismic special inspection of wood lateral force resistin g sy stems, Yousefi, Ben
  • RE: Finishing the Job - Was " Destruction of Kurram Village, Afghanistan", syed faiz ahmad
  • RE: IBC seismic special inspection of wood lateral force resistin g systems, Haan, Scott M.
  • IBC wood shearwall special inspection, Haan, Scott M.
  • Non-email based forum, ITS Pty Ltd
  • America Under Attack, george simmon
  • Re: Please Help Me ! "HSS 3x0.25" "HSS 2.5x0.25", Mohammed Mola
  • RE: Finishing the Job - Was " Destruction of Kurram Village, Afgh anistan", Gerard Madden
  • ====> .... Kurram Village, Afghanistan, Mohammed Mola
  • Software for Elevated 2-way Concrete Slab Design, James Lin
  • RE: Terrorism - Patton versus Montgomery, Haan, Scott M.
  • Public Ed Problem?, Pappas, Glen Lt Col USAF
  • First Call for Papers, Shafat Qazi
  • LRFD and AASHTO, Amy Ellis
  • Re: Snow Load, Domenic DeAngelo
  • Prolonged vibration on slabs/reply, syed faiz ahmad
  • S.C.B.F., Mark Pemberton
  • Re: America Under Attack/esp. response to George, syed faiz ahmad
  • Video - SEAOC comments regarding WTC collapse, Shafat Qazi
  • RE: Terrorism/History Lessons, Haan, Scott M.
  • Apology, Mohammed Mola
  • A New SEA Chapter ???, Jeff Barrett
  • RE: e-mail, Effland, Greg
  • RE: Public Education (was RE: Terrorism), Eric Green
  • mail, Ali KARA'dan
  • Design of Hollow Pipe in Bending, J. K.
  • FW: Reinforcement detailing in coupling beam, T. Eric Gillham PE
  • Overturning Load Combination?, David Taubman
  • non-load bearing light gauge studwalls - deflection track, Haan, Scott M.
  • Steel space frame structure for large column free areas..., JAYANT LAKHLANI
  • Need suggestions on how to make fellow professionals design sensibly, JAYANT LAKHLANI
  • Re: terrorism, education and who has the biggest gun., Paul Ransom
  • Seismic Provisions Part III & I, Joseph Harouni
  • Sheet Piles, T. Eric Gillham PE
  • Standard Time, gbuydens
  • RE: Time check, Tom . Hunt
  • AASHTO LRFD, Jonathan Mallard
  • 2000 IBC v 1999 UBC code question, George Richards P.E.
  • Seismic Earth Pressures on Cantilever Retaining Walls, Nick Arenson
  • RE: 2000 IBC v 1997 UBC code question, George Richards P.E.
  • SE exam in CA requirement for out of state PE, Hari
  • RETAINERS, PFFEI
  • Re: Split Wood Columns, Daryl Richardson
  • Atypical Shear Friction, Speck, Todd M
  • 1/3 increase, Jim Harris
  • Re: Thanks for your guidance, syed faiz ahmad
  • Rebar Specs, Chris Towne
  • Plastic cover on underside of joists, Samir Ghosn
  • Bolt testing, Mark Pemberton
  • RE: 2000 IBC v 1999 UBC code question - 2, Haan, Scott M.
  • Career Engineering Position Available, BillJudd@NextSteps
  • galvanized TC bolts, Ken Peoples
  • Future Structural Engineer, Phillip Rogers
  • Old Drawings, Jim Kestner
  • Please Read: Wood Solutions Fair, Shafat Qazi
  • Re: Wood Fasteners [was Re: Re: 1/3 increase], Bob Ross
  • Rotating disk, Ron Hill
  • [no subject], libra
  • Re:, syed faiz ahmad
  • North Carolina Building Code, npitera
  • Grade beams and piles, Robert M. Hanson
  • Lag Screw Questions, Roger Turk
  • FW: ASCE 7-95 & 7-98 Questions, Haan, Scott M.
  • Cm (moisture) for Wood Building, jian zhou
  • RE: 1997 NDS Equation Error?, Gerard Madden
  • RE: Wastewater Tank, Sherman, William
  • Re: RESIDENTIAL: Wood Framing Tolerances for Plumbness, Dan Goodrich
  • RE: RESIDENTIAL: Dimensional Tolerances?, Brian K. Smith
  • RE: Composite Beam Reinforcing, Brian K. Smith
  • Re: Factor of Safety against Uplift, John MacLean
  • How to calculate primary and secodary forces - reciprocating compressor, Tom . Hunt
  • Problem----Solution?, syed faiz ahmad
  • Re: Double Tee Slab for Hypermarket, syed faiz ahmad
  • Maximum inelastic displacement, Matt Melcher
  • Re: Elevator pit impact load, Jeng-Wei Li
  • RE: washers and oversized holes and TC bolts, Carter, Charlie
  • Hardy Panels, Gerard Madden
  • Roof noises, edjonson
  • Need help with cable-stayed bridges, José Velásquez
  • Not wishing to receive any more mail, M777eng
  • holdown post net section combined tension and bending from holdow n eccentricity, Haan, Scott M.
  • UBC97 ASD Sesimic provisions, Michael Bryson
  • RE: holdown post net section combined tension and bending from ho ldow neccentricity, Haan, Scott M.
  • RE: holdown post net section combined tension and bending from ho ldown eccentricity, Haan, Scott M.
  • Re: SF Uplift, syed faiz ahmad
  • Slip Critical Connections, Travis
  • OSHPD, Matt Jordan
  • OFF TOPIC: United Way, Caldwell, Stan
  • Friction Factors, Nicholas Blackburn
  • Structural quantity data base, Jeng-Wei Li
  • Concrete on Asphalt, M. David Finley, P.E.
  • Discontinuation of subscription!, M777eng
  • fema-273, smail raisi
  • Da Vinci Bridge opens 500 years late, Rbengrguy
  • Tacoma Narrows Suspension Bridge Collapse, k s raghavan
  • Roof noises II, edjonson
  • Field Safety Manual, Peter James
  • RE: Anyone Get Their New AISC Manual?, Gerard Madden
  • Re: Q: Anyone Get Their New AISC Manual?, Ed . Haninger
  • AISC Manual "Thumb Cuts", Rick . Drake
  • Request for Help, BillJudd@NextSteps
  • Hanger Load Increase, Chris Meyer
  • California Licensing Fees, Matthew Stuart
  • RE: Corporate 'Certificate of Authorization' (was Re: California Licensing Fees), Caldwell, Stan
  • Cable-stayed bridges, José Velásquez
  • Off Topic - TIFF files, Peder Golberg
  • Tacoma Narrows bridge collapse, k s raghavan
  • IBC 2305.3.10 2x2x3/16 plate washers, Haan, Scott M.
  • Fly Ash, Randy Russ
  • Program on Structural Failures, benjamin . baer
  • Re: Corporate 'Certificate of Authorization' (was Re: California Licensing Fees), Bob Ross
  • LRFD for Wood, Dan Goodrich
  • Roof Noises III, edjonson
  • [no subject], Joseph R. Grill, PE
  • Remove me, Allbright, Kelly
  • Wood Bottom Plates and bolting to wood or concrete, David B Merrick
  • Excellent New Article on the World Trade Center, Caldwell, Stan
  • Cantera Stone Attachment to Steel Frame Arch, DRPFLY
  • don,t send me more e-mail, amin ansari chaharsoughi
  • PDH online continuing education news, Overton Green
  • California PE/SE renewal fees, Matthew Stuart
  • RE:, Yousefi, Ben
  • RE: 1997 NDS Equation Error?-->2x2x3/16 washers on 3x sills, Haan, Scott M.
  • Delivered by the System, Tom . Hunt
  • Re:, Roger Turk
  • RE: STEEL ROOF DECK: Question About Using Lightweight Concrete Fi ll, Gerard Madden
  • Floor vibration design, Mark Pemberton
  • Need Clarifications on Section 2213.6 of 97UBC, Kenny Yip
  • Construction in Brazil, Brad Friederichs
  • Registration in Washington, DC, John Schenne
  • Remove, cahilln
  • Digital camera, legal or not for documentaion, Peieng5590
  • FEMA 302 vs TI 809-04, Foy, Warren
  • RE: Digital camera, legal or not for doc, Roger Turk
  • Re: Email SWA in re need for blast, Tom Higgins
  • Welding "Around the corner", Ryan Lawton
  • Job Opportunity, Scott . Maxwell
  • temperature load, RainCat1
  • nanotechnology, rmanata77
  • Adding an Elevator to an Existing Historic Building, Bill Marczewski
  • windload IBC 2000, Peieng5590
  • drift, smail raisi
  • REINFORCED CONCRETE EXAMPLES, Juan José Treff De la Mora
  • Southern California Meeting Announcement, David Pomerleau
  • [no subject], Sandip . Gatkal
  • California Civil PE Exam Preparation., Bill Marczewski
  • STRUCTURAL ENGINEER POSITION, desi j kiss
  • RE: California Civil PE Exam Preparation, Hari
  • Anchorage to existing concrete, Fariborz Tehrani
  • TRW Nelson Studs, Paul Feather
  • RE: AISC "Seismic Provisions for Structural Steel Buildings", Sec tion 13.3.a, Haan, Scott M.
  • non-constrained embedded pole - 97 UBC 1806.8.2.1 "d" definition, Haan, Scott M.
  • SEAOC 2002 Convention, Shafat Qazi
  • Structural Engineering Position - Portland, OR / Seattle,WA, Laurence B. Oeth
  • AISC "Seismic Provisions for Structural Steel Buildings", Section 13.3.a, KMoore
  • RE: Dead Load or Live Load?, Amy Ellis
  • RE: non-constrained embedded pole - 97 UBC 1806.8.2.1 "d" definit ion, Haan, Scott M.
  • Assistance Needed !!!, Steel Tech N.A. Inc.
  • Single Family Home design + Construction, Rbengrguy
  • Re: [Fwd: Physics], Daryl Richardson
  • Doubler Plate Plug Welds, Joseph R. Grill
  • Foundation Underpinning, Jason Kilgore
  • Query on foundation approach, Chris Lillback
  • Re: Beach House Foundation Improvements, Rhkratzse
  • ASTM A615 - What is current version?, M. David Finley, P.E.
  • A588 Steel., npitera
  • Difference between a Culvert and Bridge, C M Iqbal
  • Nigerian Scam, Nels Roselund, SE
  • Re: Fwd: REQUEST FOR ASSISTANCE Re: Nigerian - -, Daryl Richardson
  • Nigerian Scam, was RE: A588 Steel., Ray Pixley
  • email fraud, Melbec
  • AutoCAD 2002 3d solid to STAAD question, Ken Peoples
  • LRFD 3rd edition has arrived - VT weld testing, Ken Peoples
  • pressure-treating glu-lams, Michael Livingston
  • Plate w/ Large deflections - Need diaphragm stress at edge, Keith Fix
  • Re: A588 Steel (AKA Deere & Co.), Rhkratzse
  • Side Plate Systems - Eureka Moment, desi j kiss
  • RE: Nigerian Scam - Off Topic, Eric Green
  • Mechanical splices and Mexico, John Holliday
  • TEST, Henry Gallart
  • Cofar Deck, Sloey, Michael
  • Control joints in Elevated slabs, Hyndman, Keith
  • TEST PLEASE DELETE, Shafat Qazi
  • Test 3 - Please Delete, Shafat Qazi
  • Test 4 Please Delete, BQESoftware
  • RE: Control joints in Elevated slabs (Re: Harold), Hyndman, Keith
  • Delinquent Arizona Registrations, Roger Turk
  • RE: FACTOR OF SAFETY AGAINST UPLIFT - message from Ashfaq Ahmed K han - possible virus?, Caldwell, Stan
  • Log homes, Greg Smith
  • private email for Re: Re: 1997 NDS Equation Error?, David B Merrick
  • Field Bar Bending, Speck, Todd M
  • Why all these tests?, Shafat Qazi
  • RE: Wyoming Engineer, Speck, Todd M
  • PML Reports, Paul Feather
  • Moment connections in tubes?, David Taubman
  • [no subject], Cormac Eoghan Meaney
  • A warning to everyone-off topic, Melbec
  • dictionary, smail raisi
  • Fiber-reinforced concrete (was: Control joints in elevated slabs), Michael Hemstad
  • Timecard, Rodriguez, Marlou
  • OOPS timecard (please delete), Rodriguez, Marlou
  • RE: Fiber-reinforced concrete (was: Control joints in elevated sl abs), Sprague, Harold O.
  • Excel to AutoCAD, Martin W. Johnson
  • Wood Moment Frame?, Dan Goodrich
  • Over or under?, Jason Kilgore
  • Returned mail, Paul Feather
  • Nigerian Scam: Bank Fraud - Secret Service Handles this, CTFAIA
  • Nigerian Bank Fraud Scam - Secret Service, CTFAIA
  • January 2002 meeting, Forensic Engineering Technical Group, Los Angeles, SCHFUN
  • ASTM A325 Bolt using DTI will the Section 7.1 Tension Califrator test still be needed?, Szuchuan Chang
  • RE: ASTM A325 Bolt using DTI will the Section 7.1 Tension Califra tor test still be needed?, Carter, Charlie
  • CONCRETE MOMENT FRAME RETROFIT, Sam Nisus
  • RE: Excel to Acad, Dennis Wish
  • Re: seaint Digest for 30 Nov 2001, KMoore
  • Re: Bending Anchor Bolts, John Pluta
  • Straw House structural values, Glenn Otto
  • HELP: wind loading - International Codes of practice, tom
  • : Fiber-reinforced concrete (was: Control joints in elevated sl abs), Michael Hemstad
  • steel bending, Melnick, Scott
  • Open Web Joist reinforcement, Randy Diviney
  • Have you any information on this firm?, Bill Marczewski
  • Prestress Losses in a Concrete Dome with a Post-Tensioned Tension Ring, Nels Roselund, SE
  • RE: Prestress Losses in a Concrete Dome with a Post-Tensioned Ten sion Ring, Adair, Joel
  • Straw houses, Glenn Otto
  • Re[2]: Prestress Losses in a Concrete Dome with a Post-Tensi, JamesFulton
  • Hardy Frame, Robert Freeman
  • Straw house - serious this time, Glenn Otto
  • Dryvit (was Re: Straw house - serious th, Roger Turk
  • Mail not delivered, Matthew Stuart
  • New ASTM Steel Stud standards, Michael Bryson
  • shear friction, Mark Pemberton
  • RE: Dryvit / EIFS, Sprague, Harold O.
  • virus warning, Paul Crocker
  • Concrete Freezing, Dan Goodrich
  • Pole Foundations, Randy Diviney
  • Fw: IMPORTANT NOTIFICATION - VIRUS ALERT, vicpeng
  • Spiral Welded Pipe, M. David Finley, P.E.
  • increases to allowable soil pressure, Pat Clark
  • Seismic loads on mechanical and electrical components, Gunnar Hafsteinn Isleifsson
  • code require column impact protection in warehouse?, Haan, Scott M.
  • Retractable Roof-very small, Brad Friederichs
  • Flexible diaphragm, Bill Marczewski
  • FW: 3-story woodframe building shake table experiment December 12, 2001, Dennis Wish
  • RE: code require column impact protection in warehouse? -->racks, Haan, Scott M.
  • cantilever rigid diaphragm analysis, David Taubman
  • 2002 SE Exam review, Gerard Madden
  • Finding Moment of Inertia of Solids in AutoCAD, Gina Gobo
  • Request of Removal from mailing list, prakash upadhyaya
  • Un-bonded P-T in bridges, Mark Geoghegan
  • Two conditions in residential construction, Albert Meyer
  • Canopy Lateral Support, richard lewis
  • Water Soluble Abrasive Blast Cleaning, JamesFulton
  • Re: FEMA Welding Requirements, FSRahbar
  • Skewed Bridge Deck Reinforcing, Tripp Howard
  • RE: Two conditions - Differential Settlement, Paul Crocker
  • WTC Collapse Story, Rbengrguy
  • Re: Concrete Freezing (AKA "only plumbers"), Rhkratzse
  • CA SE Exam Group, Gerard Madden
  • Your Suggestions Needed: Braced Frame Article, Gil Davis
  • lumber grade reduction, Mark Baker
  • SC Bolts, Jim Kestner
  • Re: Unbonded P-T in bridges, Mark Geoghegan
  • License requirements for Hotel, Samir Ghosn
  • Lateral pressure due to scrap metal, ijr
  • Design of elevated water storage tank, subi mohan
  • Re: Footing without reinforcing steel?, syed faiz ahmad
  • Change of E-mail Address, Dennis Wish
  • LARUCP Storage Rack Plan Check List Now Available, Becker, Rick
  • Suggestion, Jim Kestner
  • Survey: Joint/Ladder Reinf in Masonry, Michael Bryson
  • dynamic lateral force procedure, David Adie
  • Slip-Critical Connections in Stainless Steel, Nels Roselund, SE
  • Radial Column Grid, richard lewis
  • Mandatory Upgrade-when, Gerard Madden
  • Re: Reference Books for Survey test, desi j kiss
  • Concrete piles, Bill Kelley
  • Microstation Users - Help!, T. Eric Gillham PE
  • Sliding snow distribution, Ken Peoples
  • Engineering Education & Professional Practice, Barry Welliver
  • Drilled pier reinforcing, Bill Kelley
  • Sec 1815 UBC (slabs subject to expansive soils), LEDSTRUCTURES
  • Engineering Education & Professional Pra, Roger Turk
  • Freezer building - thermal break, Daniel A. Estabrooks
  • Re: Mandatory Upgrade - when, Casano, Karen
  • Winter Institute - One Week Reminder, Benjamin Baer
  • Pedestals, Chris Towne
  • PSL Beam creep, dmorrow
  • RE: COMPRESSION Force On Anchor Bolts/Rods, Gerard Madden
  • Re: Q: COMPRESSION Force On Anchor Bolts/Rods, COEngineer
  • Comfortable natural frequency, Syed A Masroor
  • RE: Freezer Building - Thermal Breaks, Meyer, Jonathan
  • Recall: Excel to Acad, HEATH MITCHELL
  • E-mail delivery failure notice, Roger Davis
  • RE: Engineering Education and Professional Practice, Glenn Otto
  • Roof truss connectors, Imran Khan
  • Floor Deck LL, Ed Najjarine
  • Requiring soils reports, Albert Meyer
  • rho, Mark Baker
  • Soil Compaction, Padmanabhan Rajendran
  • Soils Reports, Bruce Davison, P.Eng.
  • RE: Open Letter to Charlie Carter/AISC, Carter, Charlie
  • Retrofit Diaphragm Blocking, Caswell, Philip J
  • [no subject], Albert Zvarick
  • COLA Shear Panel Testing Report Available thru ICBO-LABC, Becker, Rick
  • Bridge Design book recommendation, Ken Peoples
  • Hollow Core Precast Plank Repair?, Meyer, Jonathan
  • In the news, Alden Manipula, E.I.T.
  • Need Engineer in San Leandro area., Dennis Wish
  • RE: Algerian Diploma, Eric Green
  • RE: FW: Engineering Education & Professi, Roger Turk
  • ASTM A 615 for frames and wall boundaries - actual yield & Fu/Fy, Haan, Scott M.
  • shoring lagging remove or remain?, Jeff Smith
  • Modified footing design, Phillip Rogers
  • FW: Education - Math & Science Appropriations II, Pappas, Glen Lt Col USAF
  • Beams with web openings subject to fatigue, Ralph Benson
  • Interference Body Bolts Availability, Ralph Benson
  • 1998 California Building Code - Table 19A-A-8, Kurt Cornell
  • sorry about modified footing repeat, Phillip Rogers
  • Salt Storage in old concrete building, Ken Peoples
  • Soils report survey - Thanks, Albert Meyer
  • Notch Tough Welding Metal, Jim Kestner
  • S.E. Exam, Ed Najjarine
  • IBC 2000 Seismic maps, Barry Welliver
  • FW: 1997 UBC 1633.2.8.1 (5) 3x requirement in IBC somewhere?, Haan, Scott M.
  • Foundation investigation, Ivy Chou
  • Largest collection of structural engineering online courses, Overton Green
  • ASD vs. LRFD, Mitchell J. Sklar
  • New AISC Manual, Mitchell J. Sklar
  • RE: ASD vLRFD, HAWNENG
  • seismic maps, Syed A Masroor
  • ASD vs LRFD, Meyer, Jonathan
  • actual reaction (was re: asd vs. lrfd), Carter, Charlie
  • More ASD vs LRFD, ADFPE
  • RetainPro printing problem, Ken Peoples
  • Increase of f'c over time, Barclay, George
  • Fwd: ATC-50 Seminar, Shafat Qazi
  • Excavating close to a building, RISSELL, MICHAEL E [Non-Pharmacia/1000]
  • Stan's Annual Holiday Greeting, Caldwell, Stan
  • Tilt Up Pier "Hoop" requirements, Drew Randolph
  • Season's Greetings, Daryl Richardson
  • Re: Increase of f'c over time/attn: Daryl Richardson, syed faiz ahmad
  • Fw: IBC - Masonry Wall Anchorage, Dan Goodrich
  • Happy Holidays and Good Humor to all!, Dennis Wish
  • Re: Increase of f'c over time/statistics in concrete mix design, syed faiz ahmad
  • BEST WISHES FOR: MERRY CHRISTMAS/NEW YEAR 2002, syed faiz ahmad
  • steel dumping tarrifs released, dennis pantazis
  • HAPPY MERRY X'MAS TO ALL, Mohammed Shahebuddin
  • Ray Pugliesi/Degenkolb is out of the office., pugliesi
  • Min. Reinforcement in Pedestals, Karimzadegan
  • RE: Fire protection - Tilt-up buildings, Gerard Madden
  • Split Rings, Keith De Lapp
  • RE: Stan's Annual Holiday Greeting/GOOD SENSE OF HUMOUR !!, syed faiz ahmad
  • Plywood diaphragms, Mark Pemberton
  • Retain Pro graphics printing, HBAP
  • Elevator Shaft Design, Bill Marczewski
  • LARUCP Special Inspection Documents, Becker, Rick
  • Min. Reinf. in large pedestals, Michael Hemstad
  • (3) unit Cinch Anchors, Drew Randolph
  • LONGITUDINAL SPLIT IN HOLLOW CORE., syed faiz ahmad
  • Re: LONGITUDINAL SPLIT IN HOLLOW CORE., syed faiz ahmad
  • General Purpose Strutural Software, mark francois
  • Building the longest Cabled Stayed Bridge (in U.S.), Rbengrguy
  • RE: General Purpose Structural Software, Caldwell, Stan
  • ASCE Float in Tournament of Roses Parade, Caldwell, Stan
  • Brick Shelf to Grade Beam, richard lewis


  • Mail converted by MHonArc